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saya mau bertanya bagaimana menentukan /rumusnya panjang dan lebar dan juga diameter untuk membuat tangki solar?
Mohon kiranya structure laporan inspeksi tersebut dapat dikirimkan juga ke e-mail saya special info sebagai referensi Pak
Taj, on Oct 16, 2011 at two:31 pm mentioned: pricey Buddy ,your internet site aid me alot, and thanks serving to men and women via your web , And that i need to know about tank staircase inner stringer plate hole marking and outer plate hole marking to fix the move , i got drawing but not extremely Evidently mention even received reply from engineering dep that format at website, i dont know exactly what is the formula of staircase radious marking
Berhubung saya sama sekali tidak tahu tentang dunia pertangkian & karena saya perlu informasi lebih jauh tentang storage tank, saya mau minta tolong neh Pak, boleh ya?
apakah diukur dari puncak class ke atas sampai ke bagian paling bawah (dasar) dari 1st course atau bagaimana…
pak saya lagi issue berat nih, saya ada kerjaan melakukan leveling tangki yang sedang di hydro, menggunakan theodolit tapi saya tidak bisa olah knowledge nya, mungkin jaya bola bapak punya tutorial and spreadsheetnya kalo berkenan tolong di bagi useful content pak (sedikit banyak sangat membantu) thanks ya pak.
Assamualaikum, saya ingin bertanya mengenai peaking & banding. Sekarang saya terlibat dalam kerja membuat storage tank & kaedah yang kami gunakan untuk erect tank adalah jacking strategy, and that is we have to erect the tank starting from best to base. So we currently concluded the this post 12th study course until eleventh course including the roofing. Them my QC in fact by now did the peaking and banding for shell plate but many of the readings were exceed the tolerance presented in API 650 which is +-13mm.
the tank base and foundation. Unless of course the Purchaser specifies or else, jaya bola the ring shall meet the following demands
Apa kabar pak???, saya Alhamdulillah dalam keadaan sehat wal’afiat. Maaf saya menanyakan hal yg saya anggap baru buat saya.
Welds that are unsuccessful to fulfill the criteria supplied in paragraph over, shall be reworked before hydrostatic tests as follows jaya bola :
Maaf ya pak saya barangkali banyak bertanya sama bapak saya masih junior bapak…..saya jg bertanya sama pak Yoseph.
2. in API 12F (specification for store welded tanks for storage of production liquids) joint in bottom plates shall be use double-welded recommended you read this contact form butt joint and for examination make sure you make reference to para 5.
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i have some issue about welding inspection , my query is can we utilize vaccum box tests in butt weld joint for roof or base. ( for Misc tank)